Bridge Statistics for Elmhurst, Illinois (IL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 1133,  Location: 1.8 M E PALMER (Lat: 39.462028,  Lng: -89.365356),  Route carried "on" structure: County highway ,  Year Built: 1981,  Status: Open,  Structure Length: 1.64m (5.38ft),  Average Daily Traffic: 50 (year 2021),  Truck Traffic: 16%,  Average Future Daily Traffic: 50 (year 2032),  Design Load: HS 20,  Features Intersected: BRUSH CREEK,  Facility Carried by Structure: TR 106
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.862,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 3.7m (12.1ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.7m (25.3ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 8.0m (26.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  Operating Rating: 60.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2019,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 16113,  Location: 0.5 M S IL 64 (Lat: 41.899042,  Lng: -87.920606),  Route carried "on" structure: Interstate 290,  Year Built: 1950,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 7.59m (24.90ft),  Average Daily Traffic: 57,400 (year 2021),  Truck Traffic: 15%,  Average Future Daily Traffic: 75,087 (year 2032),  Design Load: HS 20,  Features Intersected: RR - UP (NORTH)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.498,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.7m (94.2ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 63.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 33.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 161131,  Location: 0.5 M S IL 64 (Lat: 41.898906,  Lng: -87.920606),  Route carried "on" structure: Interstate 290,  Year Built: 1958,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 7.59m (24.90ft),  Average Daily Traffic: 57,400 (year 2021),  Truck Traffic: 15%,  Average Future Daily Traffic: 75,087 (year 2032),  Design Load: HS 20,  Features Intersected: RR - UP (NORTH)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.514,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.7m (94.2ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 63.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 33.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 161132,  Location: 0.6 M S IL 64 (Lat: 41.897128,  Lng: -87.920581),  Route carried "on" structure: Interstate 290,  Year Built: 1958,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 10.73m (35.20ft),  Average Daily Traffic: 57,400 (year 2021),  Truck Traffic: 15%,  Average Future Daily Traffic: 75,087 (year 2032),  Design Load: HS 20,  Features Intersected: RR - UP (SOUTH)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.723,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 28.3m (92.8ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 56.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 161133,  Location: 0.6 M S IL 64 (Lat: 41.897264,  Lng: -87.920583),  Route carried "on" structure: Interstate 290,  Year Built: 1958,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 10.73m (35.20ft),  Average Daily Traffic: 57,400 (year 2021),  Truck Traffic: 15%,  Average Future Daily Traffic: 75,087 (year 2032),  Design Load: HS 20,  Features Intersected: RR - UP (SOUTH)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.707,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 28.3m (92.8ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Good,  Superstructure: Poor,  Substructure: Satisfactory,  Operating Rating: 45.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 161134,  Location: 1.5 M S IL 64 (Lat: 41.883008,  Lng: -87.920608),  Route carried "on" structure: Interstate 290,  Year Built: 1952,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 11.58m (37.99ft),  Average Daily Traffic: 54,100 (year 2021),  Truck Traffic: 11%,  Average Future Daily Traffic: 74,006 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: ELECTRIC AV&PRAIRIE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.333,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 26.2m (86.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 53.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 161135,  Location: 1.5 M S IL 64 (Lat: 41.882861,  Lng: -87.920611),  Route carried "on" structure: Interstate 290,  Year Built: 1952,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 11.58m (37.99ft),  Average Daily Traffic: 54,100 (year 2021),  Truck Traffic: 11%,  Average Future Daily Traffic: 74,006 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: ELECTRIC AV&PRAIRIE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.349,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 26.2m (86.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 53.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 161136,  Location: 1.1 M S IL 64 (Lat: 41.889742,  Lng: -87.920400),  Route carried "on" structure: Other road ,  Year Built: 1960,  Year Reconstructed: 2021,  Status: Open,  Structure Length: 7.07m (23.20ft),  Average Daily Traffic: 17,100 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 17,922 (year 2032),  Design Load: HS 20,  Features Intersected: I-290,  Facility Carried by Structure: ST CHARLES RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 6,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.3m (73.2ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 26.1m (85.6ft),  Out-to-Out Width: 31.0m (101.7ft)

Condition: Deck: Poor,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 50.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 30.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.07m (23.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $1,620,000,  Roadway Improvement Cost: $162,000,  Total Project Cost: $2,430,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 163262,  Location: 0.2 MI. SO. GRAND AV (Lat: 41.926300,  Lng: -87.920314),  Route carried "on" structure: Other road ,  Year Built: 1993,  Status: Open,  Structure Length: 0.83m (2.72ft),  Average Daily Traffic: 4,950 (year 2018),  Truck Traffic: 26%,  Average Future Daily Traffic: 7,622 (year 2032),  Design Load: HS 20,  Features Intersected: ADDISON CREEK,  Facility Carried by Structure: MT. PROSPECT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.575,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: July 2019

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Structure Number: 220005,  Location: 1.0 M NW OF IL 64 (Lat: 41.914367,  Lng: -87.939867),  Route carried "on" structure: Interstate 290,  Year Built: 1963,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 5.46m (17.91ft),  Average Daily Traffic: 57,150 (year 2021),  Truck Traffic: 22%,  Average Future Daily Traffic: 75,084 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: YORK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.020,  Lanes on structure: 5,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 14.0m (45.9ft),  Curb-To-Curb Width: 22.6m (74.1ft),  Out-to-Out Width: 23.8m (78.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 54.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 220006,  Location: 1.0 M NW OF IL 64 (Lat: 41.914303,  Lng: -87.939708),  Route carried "on" structure: Interstate 290,  Year Built: 1963,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 5.46m (17.91ft),  Average Daily Traffic: 57,150 (year 2021),  Truck Traffic: 22%,  Average Future Daily Traffic: 92,072 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: YORK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.036,  Lanes on structure: 5,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 14.0m (45.9ft),  Curb-To-Curb Width: 23.5m (77.1ft),  Out-to-Out Width: 24.7m (81.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 54.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 220007,  Location: 2.9 M NW I-88 (Lat: 41.906664,  Lng: -87.923997),  Route carried "on" structure: Interstate 290,  Year Built: 1960,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 6.86m (22.51ft),  Average Daily Traffic: 53,800 (year 2021),  Truck Traffic: 23%,  Average Future Daily Traffic: 69,625 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: IL 64
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.565,  Lanes on structure: 4,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 34 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.3m (92.8ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 56.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 34.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.86m (22.51ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 48 months,  Inspection Date: January 2022,  Other Special Inspection Date: January 2022,  Bridge Improvement Cost: $972,000,  Roadway Improvement Cost: $97,000,  Total Project Cost: $1,458,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 220008,  Location: 2.9 M NW I-88 (Lat: 41.906556,  Lng: -87.923850),  Route carried "on" structure: Interstate 290,  Year Built: 1960,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 6.80m (22.31ft),  Average Daily Traffic: 53,800 (year 2021),  Truck Traffic: 23%,  Average Future Daily Traffic: 74,248 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: IL 64
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.581,  Lanes on structure: 4,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.0m (91.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 53.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 31.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.80m (22.31ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 48 months,  Inspection Date: January 2022,  Other Special Inspection Date: January 2022,  Bridge Improvement Cost: $963,000,  Roadway Improvement Cost: $96,000,  Total Project Cost: $1,445,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 220015,  Location: .1 MI. W. OF I-290 (Lat: 41.906475,  Lng: -87.925789),  Route carried "on" structure: Other road ,  Year Built: 1961,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 6.61m (21.69ft),  Average Daily Traffic: 14,800 (year 2021),  Truck Traffic: 14%,  Average Future Daily Traffic: 26,068 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: IL 64 (NORTH AVE),  Facility Carried by Structure: I-290 EB TO US 20
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.338,  Lanes on structure: 2,  Lanes under structure: 10,  Base Highway Network: Yes (Inventory Route: 10290040,  Subroute: 30),  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.1m (56.1ft),  Curb-To-Curb Width: 13.2m (43.3ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 89.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 41.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Other

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Structure Number: 220028,  Location: 0.5 E OF IL 83 (Lat: 41.861272,  Lng: -87.948406),  Route carried "on" structure: Other road ,  Year Built: 1930,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 4.85m (15.91ft),  Average Daily Traffic: 2,650 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,124 (year 2032),  Features Intersected: SALT CREEK,  Facility Carried by Structure: IL 38 N FRNT RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.435,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.5m (50.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 76.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 46.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 4.85m (15.91ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $458,000,  Roadway Improvement Cost: $46,000,  Total Project Cost: $687,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 220045,  Location: 0.8 M S ST CHRLES RD (Lat: 41.889344,  Lng: -87.962003),  Route carried "on" structure: State highway 83,  Year Built: 1937,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 3.69m (12.11ft),  Average Daily Traffic: 62,100 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 60,602 (year 2032),  Design Load: HS 20,  Features Intersected: SALT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 72.885,  Lanes on structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 37.8m (124.0ft),  Skew: 32 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 39.0m (128.0ft),  Out-to-Out Width: 39.0m (128.0ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 73.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 44.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 3.69m (12.11ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $1,115,000,  Roadway Improvement Cost: $112,000,  Total Project Cost: $1,673,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 220067,  Location: 1.5 M E OF IL 83 (Lat: 41.861522,  Lng: -87.930983),  Route carried "on" structure: Other road ,  Year Built: 1963,  Status: Open,  Structure Length: 6.74m (22.11ft),  Average Daily Traffic: 9,600 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 15,930 (year 2032),  Design Load: HS 20,  Features Intersected: IL 38,  Facility Carried by Structure: YORK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.265,  Lanes on structure: 6,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.7m (67.9ft),  Curb-To-Curb Width: 26.5m (86.9ft),  Out-to-Out Width: 29.3m (96.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 89.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 49.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 220086,  Location: .3 M NE OF IL 38 (Lat: 41.864317,  Lng: -87.951375),  Route carried "on" structure: State highway 56,  Year Built: 1964,  Status: Open,  Structure Length: 3.57m (11.71ft),  Average Daily Traffic: 14,200 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 20,609 (year 2032),  Design Load: HS 20,  Features Intersected: SALT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 45.865,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 31 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 16.8m (55.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 89.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 55.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 5.09m (16.70ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $254,000,  Roadway Improvement Cost: $13,000,  Total Project Cost: $305,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 22009,  Location: 1.2 M W IL-64 (Lat: 41.916978,  Lng: -87.944661),  Route carried "on" structure: Other road ,  Year Built: 1962,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 8.46m (27.76ft),  Average Daily Traffic: 13,300 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 18,270 (year 2032),  Design Load: HS 20,  Features Intersected: I-290,  Facility Carried by Structure: US 20 WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.418,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 10290040,  Subroute: 80),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.7m (81.0ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 67.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 36.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 220098,  Location: 1.0 M SE OF IL 83 (Lat: 41.925244,  Lng: -87.953675),  Route carried "on" structure: Interstate 290,  Year Built: 1969,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 6.28m (20.60ft),  Average Daily Traffic: 52,950 (year 2021),  Truck Traffic: 21%,  Average Future Daily Traffic: 78,760 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: CHURCH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.314,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.8m (101.0ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 17.7m (58.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Very good,  Operating Rating: 55.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 33.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 220099,  Location: 1.0 M SE OF IL 83 (Lat: 41.925317,  Lng: -87.953847),  Route carried "on" structure: Interstate 290,  Year Built: 1969,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 6.28m (20.60ft),  Average Daily Traffic: 52,950 (year 2021),  Truck Traffic: 21%,  Average Future Daily Traffic: 78,760 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: CHURCH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.298,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.8m (101.0ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 17.7m (58.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 54.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 33.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 220101,  Location: 0.2 M SE OF IL 83 (Lat: 41.926817,  Lng: -87.960111),  Route carried "on" structure: Interstate 290,  Year Built: 1969,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 6.84m (22.44ft),  Average Daily Traffic: 52,950 (year 2021),  Truck Traffic: 21%,  Average Future Daily Traffic: 78,760 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: GRAND AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.751,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.5m (57.4ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 23.1m (75.8ft),  Curb-To-Curb Width: 17.5m (57.4ft),  Out-to-Out Width: 18.5m (60.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 35.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 21.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 72 months,  Inspection Date: January 2020,  Other Special Inspection Date: January 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 220102,  Location: 0.2 M SE OF IL 83 (Lat: 41.926833,  Lng: -87.960303),  Route carried "on" structure: Interstate 290,  Year Built: 1969,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 6.84m (22.44ft),  Average Daily Traffic: 52,950 (year 2021),  Truck Traffic: 21%,  Average Future Daily Traffic: 78,760 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: GRAND AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.734,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 22.2m (72.8ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 17.7m (58.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 36.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 22.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 72 months,  Inspection Date: January 2020,  Other Special Inspection Date: January 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 220114,  Location: 0.1 M E IL 83 (Lat: 41.860939,  Lng: -87.953872),  Route carried "on" structure: State highway 56,  Year Built: 1965,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 5.81m (19.06ft),  Average Daily Traffic: 14,200 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 20,609 (year 2032),  Design Load: HS 20,  Features Intersected: IL 38
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 45.398,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.1m (56.1ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 19.5m (64.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 89.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 59.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 220149,  Location: 0.5 M N OF IL 64 (Lat: 41.909797,  Lng: -87.931106),  Route carried "on" structure: Other road ,  Year Built: 1985,  Status: Open,  Structure Length: 5.24m (17.19ft),  Average Daily Traffic: 2,250 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,337 (year 2032),  Design Load: HS 20,  Features Intersected: I-290,  Facility Carried by Structure: EMROY AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.097,  Lanes on structure: 2,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 26.4m (86.6ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 79.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 44.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 220158,  Location: 0.25 M W OF IL 83 (Lat: 41.905606,  Lng: -87.968047),  Route carried "on" structure: State highway 64,  Year Built: 1985,  Year Reconstructed: 2014,  Status: Open,  Structure Length: 4.69m (15.39ft),  Average Daily Traffic: 44,400 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 42,000 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: SALT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 194.403,  Lanes on structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.3m (83.0ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.5m (54.1ft),  Curb or Sidewalk Widths: Left: 2.9m (9.5ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 25.3m (83.0ft),  Out-to-Out Width: 31.1m (102.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 47.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 36.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 222003,  Location: 1.7 M S OF GRAND AVE (Lat: 41.904914,  Lng: -87.920817),  Route carried "on" structure: Other road ,  Year Built: 1969,  Status: Open,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 10,800 (year 2021),  Truck Traffic: 16%,  Average Future Daily Traffic: 13,591 (year 2032),  Design Load: HS 20,  Features Intersected: I-290 WB TO US20 EB,  Facility Carried by Structure: I-294 SB TO I-290
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.048,  Lanes on structure: 1,  Lanes under structure: 1,  Base Highway Network: Yes (Inventory Route: 10290040,  Subroute: 40),  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 29.3m (96.1ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.0m (29.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 97.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 58.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 2264,  Location: 0.5 MI. S. OF ILL 64 (Lat: 41.899611,  Lng: -87.938300),  Route carried "on" structure: Other road ,  Year Built: 1976,  Status: Open,  Structure Length: 2.42m (7.94ft),  Average Daily Traffic: 1,400 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,228 (year 2032),  Design Load: HS 20,  Features Intersected: PALMER DR,  Facility Carried by Structure: PARK ST.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.738,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.7m (77.8ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 8.9m (29.2ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Poor,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.26m (10.70ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $325,000,  Roadway Improvement Cost: $33,000,  Total Project Cost: $488,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 226402,  Location: 0.5 MI. S. OF ILL 64 (Lat: 41.899169,  Lng: -87.938281),  Route carried "on" structure: Other road ,  Year Built: 1976,  Status: Open,  Structure Length: 2.42m (7.94ft),  Average Daily Traffic: 1,250 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 3,008 (year 2032),  Design Load: HS 20,  Features Intersected: PALMER DR,  Facility Carried by Structure: FIRST AVE.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.515,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.7m (77.8ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 8.9m (29.2ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Poor,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 65.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 39.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 22695,  Location: 0.2 MI W OF ILL 83 (Lat: 41.890219,  Lng: -87.963753),  Route carried "on" structure: Other road ,  Year Built: 1979,  Status: Open,  Structure Length: 3.51m (11.52ft),  Average Daily Traffic: 16,400 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 29,410 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: SALT CREEK,  Facility Carried by Structure: FAU-1397 ST CHRLS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.270,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 16.8m (55.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.6m (38.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 17.4m (57.1ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 74.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 44.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: December 2019,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 592,  Location: 4.0 M W GILLESPIE (Lat: 39.129039,  Lng: -89.903786),  Route carried "on" structure: State highway 16,  Year Built: 1937,  Status: Open,  Structure Length: 1.32m (4.33ft),  Average Daily Traffic: 2,100 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 2,669 (year 2032),  Design Load: H 15,  Features Intersected: ADAMS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 68.508,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.9m (9.5ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 51.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 31.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021

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Structure Number: 632,  Location: 1.82 mi E IL 29 (Lat: 40.304983,  Lng: -89.662439),  Route carried "on" structure: US 136,  Year Built: 1958,  Status: Open,  Structure Length: 0.95m (3.12ft),  Average Daily Traffic: 2,900 (year 2021),  Truck Traffic: 22%,  Average Future Daily Traffic: 2,611 (year 2032),  Design Load: HS 20,  Features Intersected: MAIN DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 162.362,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.8m (9.2ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.8m (45.3ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 52.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 727001,  Location: BRADLEY PARK (Lat: 40.705967,  Lng: -89.622150),  Route carried "on" structure: County highway ,  Year Built: 1950,  Status: Open,  Structure Length: 2.41m (7.91ft),  Average Daily Traffic: 125 (year 2017),  Truck Traffic: 16%,  Average Future Daily Traffic: 398 (year 2032),  Features Intersected: DRY RUN CR,  Facility Carried by Structure: PARK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.386,  Lanes on structure: 2,  Owner: Local Park, Forest, or Reservation Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.5m (77.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 161136,  Location: 1.1 M S IL 64 (Lat: 41.889739,  Lng: -87.920608),  Route carried "under" structure: Interstate 290,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 111,200 (year 2021),  Truck Traffic: 15%,  Features Intersected: I-290,  Facility Carried by Structure: ST CHARLES RD
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 23.592,  Lanes on structure: 6,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.3m (73.2ft)

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Structure Number: 220005,  Location: 1.0 M NW OF IL 64 (Lat: 41.914303,  Lng: -87.939708),  Route carried "under" structure: Other road ,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 11,700 (year 2020),  Truck Traffic: 4%,  Features Intersected: YORK RD,  Facility Carried by Structure: I-290 SB
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 5.118,  Lanes on structure: 5,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.0m (45.9ft)

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Structure Number: 220006,  Location: 1.0 M NW OF IL 64 (Lat: 41.914453,  Lng: -87.939681),  Route carried "under" structure: Other road ,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 15,700 (year 2020),  Truck Traffic: 5%,  Features Intersected: YORK RD,  Facility Carried by Structure: I-290 NB
Minimum Vertical Clearance: 4.39m (14.40ft),  Kilometerpoint: 5.101,  Lanes on structure: 5,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.0m (45.9ft)

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Structure Number: 220007,  Location: 2.9 M NW I-88 (Lat: 41.906436,  Lng: -87.923928),  Route carried "under" structure: State highway 64,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 32,100 (year 2021),  Truck Traffic: 8%,  Features Intersected: IL 64,  Facility Carried by Structure: I-290 SB
Minimum Vertical Clearance: 4.50m (14.76ft),  Kilometerpoint: 198.089,  Lanes on structure: 4,  Lanes under structure: 7,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.3m (92.8ft)

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Structure Number: 220008,  Location: 2.9 M NW I-88 (Lat: 41.906444,  Lng: -87.923761),  Route carried "under" structure: State highway 64,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 32,100 (year 2021),  Truck Traffic: 8%,  Features Intersected: IL 64,  Facility Carried by Structure: I-290 NB
Minimum Vertical Clearance: 4.90m (16.08ft),  Kilometerpoint: 198.105,  Lanes on structure: 4,  Lanes under structure: 7,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.0m (91.9ft)

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Structure Number: 220015,  Location: .1 MI. W. OF I-290 (Lat: 41.906503,  Lng: -87.926247),  Route carried "under" structure: State highway 64,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 32,100 (year 2021),  Truck Traffic: 8%,  Features Intersected: IL 64 (NORTH AVE),  Facility Carried by Structure: I-290 EB TO US 20
Minimum Vertical Clearance: 4.50m (14.76ft),  Kilometerpoint: 197.912,  Lanes on structure: 2,  Lanes under structure: 10,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.1m (56.1ft)

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Structure Number: 220043,  Location: S OF RTE 64 (Lat: 41.897350,  Lng: -87.963828),  Route carried "under" structure: State highway 83,  Year Built: 1937,  Structure Length: 0. m,  Average Daily Traffic: 49,200 (year 2021),  Truck Traffic: 9%,  Features Intersected: ILL 83,  Facility Carried by Structure: CNW RR
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 73.802,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.0m (45.9ft)

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Structure Number: 220044,  Location: S OF RTE 64 (Lat: 41.896383,  Lng: -87.963572),  Route carried "under" structure: State highway 83,  Year Built: 1937,  Structure Length: 0. m,  Average Daily Traffic: 49,200 (year 2021),  Truck Traffic: 9%,  Features Intersected: ILL 83,  Facility Carried by Structure: CC RR
Minimum Vertical Clearance: 4.34m (14.24ft),  Kilometerpoint: 73.690,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 11.6m (38.1ft)

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Structure Number: 220067,  Location: 1.5 M E OF IL 83 (Lat: 41.861522,  Lng: -87.930983),  Route carried "under" structure: State highway 38,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 50,300 (year 2021),  Truck Traffic: 8%,  Features Intersected: IL 38,  Facility Carried by Structure: YORK RD
Minimum Vertical Clearance: 4.45m (14.60ft),  Kilometerpoint: 139.558,  Lanes on structure: 6,  Lanes under structure: 7,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.7m (67.9ft)

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Structure Number: 22009,  Location: 1.2 M W IL-64 (Lat: 41.916978,  Lng: -87.944661),  Route carried "under" structure: Interstate 290,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 102,100 (year 2021),  Truck Traffic: 22%,  Features Intersected: I-290,  Facility Carried by Structure: US 20 WB
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 19.569,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.7m (81.0ft)

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Structure Number: 220096,  Location: 2.7 M NW OF IL 64 (Lat: 41.927417,  Lng: -87.966497),  Route carried "under" structure: Other road ,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 11,100 (year 2020),  Truck Traffic: 38%,  Features Intersected: IL 83,  Facility Carried by Structure: I-290 EB
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 1.127,  Lanes on structure: 3,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.5m (109.9ft)

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Structure Number: 220097,  Location: 2.7 M NW OF IL 64 (Lat: 41.927756,  Lng: -87.966511),  Route carried "under" structure: Other road ,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 11,100 (year 2020),  Truck Traffic: 38%,  Features Intersected: IL 83,  Facility Carried by Structure: I-290 WB
Minimum Vertical Clearance: 4.70m (15.42ft),  Kilometerpoint: 1.159,  Lanes on structure: 3,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.5m (109.9ft)